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Note : answer four questions only Q1 From the figure and soil profile as below find the following : 1) the final consolidation for clay layer under the center of bridge pier as shown below.use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (m,) of clay layer mass= 2x10 kg

Note : answer four questions only Q1 From the figure and soil profile as below find the following : 1) the final consolidation for clay layer under the center of bridge pier as shown below.use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (m,) of clay layer mass= 2x10 kg

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.20CTP
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Note : answer four questions only Q1 From the figure and soil profile as below find the following : 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (m,) of clay layer mass= 2x105 kg foting =10m x8m Y=16.62KN/m3 2m 3m Ery 7m 10m Sand and gravēt Ysat=19.8kN/m³ Clay Cc=0.33,w-30%,Gs=2.7, Ysat-19.8kN/m3 sand and gravel 4m 02) Triaxial undrained test were nerformed on clay samples taken from clay stratum
Transcribed Image Text:Note : answer four questions only Q1 From the figure and soil profile as below find the following : 1) the final consolidation for clay layer under the center of bridge pier as shown below. use the approximate method to calculate the increasing stress in soil. 2) the coefficient of volume compressibility (m,) of clay layer mass= 2x105 kg foting =10m x8m Y=16.62KN/m3 2m 3m Ery 7m 10m Sand and gravēt Ysat=19.8kN/m³ Clay Cc=0.33,w-30%,Gs=2.7, Ysat-19.8kN/m3 sand and gravel 4m 02) Triaxial undrained test were nerformed on clay samples taken from clay stratum
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